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PLACE ASPHALT CONCRETE DIKE PLACE ASPHALT CONCRETE <br /> (TYPE A) (High Dike) (MISCELLANEOUS AREAS) TESSt <br /> o <br /> Location Quantity Location Quantity 0, 44 <br /> Sta. 212+90 to Sto. 214+20 (Rt.) 130 L.F. 0y"rsid" Drain No. 38465 z <br /> Sta. 212+95 to Sta. 215+10 (Lt.) 215 L.F. Sta. 265+65 (Lt.) 6 S.Y. i Exp_ 3-31-09 <br /> Sic. 219+20 to Sta. 221+05 (Rt.) 185 L.F. Sta. 278+90 (Lt.) 6 S.Y. 9F <br /> Sta. 262+35 to Sta. 269+60 (Lt.) 905 L.F. Sia. 282+90 (Lt.) 6 S.Y. OF C CIV1l OQ�P <br /> Nl,\E <br /> Sta. 264+65 to Sta. 270+00 (Rt.) 535 L.F. Sta. 284+80 (Rt.) 6 S.Y. //JJ <br /> Sia. 275+25 (Rt.) 20 L.F. Sta. 285+29 (Lt.) 6 S.Y. Q/ <br /> Sto. 275+75 to Sta. 278+85 (Rt.) 310 L.F. Sto. 286+05 (Lt.) 6 S.Y. 4( <br /> Sto. 276+20 to Sta. 288+35 (Lt.) 1,300 L.F. Sto. 286+70 (Rt.) 6 S.Y. Peter D. Martin <br /> Sto. 279+40 to Sta. 281+60 (Rt.) 220 L.F. Sta. 289+50 (Rt.) 6 S.Y. Registered Civil Engineer 38465 <br /> Sta. 282+20 to Sta. 294+70 (Rt.) 1,250 L.F. Sta. 291+30 (Rt.) 6 S.Y. <br /> Sia. 355+90 to Sta. 364+00 (Rt.) 810 L.F. Sta. 293+13 (Rt.) 6 S.Y. <br /> Total 5,880 LF. Sta. 357+80 (Rt.) 6 S.Y. <br /> Sto. 361+10 (Ri.) 6 S.Y. <br /> Sta. 362+00 (Rt.) 6 S.Y. <br /> Tatar 78 S.Y. PLACE MONUMENT FRAME AND COVER <br /> Location Quantity <br /> Sta. 191+83 Total 1 Each <br /> 4" THERMOPLASTIC TRAFFIC STRIPE <br /> HIGH FRICTION SURFACE TREATMENT Location Quantity <br /> a Location Quantity 12 Locations 22,395 LF. <br /> Sta. 217+00 to Sta. 220+00 (Rt.) 400 S.Y. <br /> ,o m <br /> PLACE ASPHALT CONCRETE DIKE 4" PROFILED THERMOPLASTIC TRAFFIC STRIPE <br /> (TYPE C) (Low Dike) Location Quantity <br /> Location Quantity 9 Locations 37,290 LF. <br /> Sto. 214+20 to Sta. 215+20 (Rt.) 100 L.F. <br /> Sia. 218+75 to Sta. 219+20 (Rt.) 45 LF. PAVEMENT REINFORCING FABRIC <br /> Sto. 218+90 to Sta. 219+90 (Lt.) 100 L.F. Location <br /> " Sto. 262+35 to Sta. 264+65 (Rt.) 230 L.F. Quantity— <br /> Sto. PAVEMENT MARKERS <br /> Sto. 269+60 to Sia. 270+30 (Lt.) 70 L.F. Sta. 191+00 to Sto. 214+25 6,199 S.Y. <br /> 1 'z Sta. 270+25 (Rt.) 40 L.F. Sta. 219+57 to Sta. 269+30 13,260 S.Y. Location Quantity <br /> E Sta. 275+25 to Sta. 276+20 (Lt.) 95 L.F. Sta. 276+25 to Sia. 388+60 29,959 S.Y. Type D Two—way Yellow Retroreflective 1,044 Each <br /> m <br /> r _ A Total 680 LF. Total 49,418 S.Y. Total 1,044 Each <br /> �+{ <br /> r <br /> m <br /> Z <br /> COUNTY OF SAN JOAQI IN NO SCALE SUMMARY OF QUANTITIES TRACY BOULEVARD RESURFACING sheet No. <br /> (PlaRoad to Howard Road) t 1 of <br /> to 11 <br /> DRAWN BY DATE PROJECT ENGIN ER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />